PROVN OF ROAD AND PROVN OF APPRAOCH ROAD, CHAIN LINK FENCE FOR ZORAWAR WATER FILLING POINT UNDER AGE B/R-II OF GE 865 EWS AT LEH

Amount

M&L Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in hard/ dense soil, complete all as specified and directed by Engr-in-Charge.

M&L for Removing excavated soil n exc 50m and depositing where deirected at a level n exc 1.50m above the starting point, complete all as specified and directed by Engr-in-Charge.

M&L for Rolling and consolidating formation surfaces in cutting rolling with power roller of 8 to 12 tonne, complete all as specified and directed by Engr-in-Charge.

M&L 150mm thick WBM(compacted thickness) with course aggregates of grading 2(63 to 40mm size) spread,rolled and consolidated to gradiant materials and camber required in two layers, granite, complete all as specified and directed by Engr-in-Charge.

M&L Preparation of WBM surfaces by brushing with wire brush for removing cabed mud etc.sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc, complete all as specified and directed by Engr-in-Charge.

Applying evenly a priming/tack coat with bituminous primer at 10Kg/10Sqm over new WBM surfaces, complete all as specified and directed by Engr-in-Charge.

M&L for bituminous premixed asphaltic semi dense concrete 40 mm consolidated thickness with 5.5% binder content by wt of total mix using paving bitumen laid with mechenical paver , rolled and consolidated to reqd camber, complete all as specified and directed by Engr-in-Charge.

Excavating over areas, n exc 1.5 m deep and getting out hard / dense soil, complete all as specified and directed by Engr-in-Charge.

Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base, complete all as specified and directed by Engr-in-Charge.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement and M&L concrete in position to the required line level and curvature jointed with cement mortae 1:3 8 (1 cement : 3 coarse Sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required, complete all as specified and directed by Engr-in-Charge.

M&L for painting lines, dashes, arrows, letters, etc. on roads, pavements and the like exc 10cm wide with road marking paint, white or golden yellow, complete all as specified and directed by Engr-in-Charge.

M&L for two coats of synthetic enamel paint of any description on new plastered suraces or concrete surfaces or kerb stone surface of any description over 10cm girth or width not other wise described over a coat of primer, complete all as specified and directed by Engr-in-Charge.

M&L for 200mm thick (Spread Thickness) soling or sub bose with broken boulders or Quarry stone interstics filled surface farmed and rolled and consolidated to required gradiant and camber with exc 8 to n exc 12 tonne power roller, complete all as specified and directed by Engr-in-Charge.

M&L for plain cement concrete, 100 mm thick, typw D-2,1:4:8 (40mm graded aggregates) as in sub base of hard standing/ PCC road, complete all as specified and directed by Engr-in-Charge.

M&L 200mm thick Cement concrete work in pavement/ hard standing of flexural strength 40kg/ per square centimetre in filed using 400 kg of cement per cubic metre, thickness of concrete 25 cm of less, complete all as specified and directed by Engr-in-Charge.

M&L forming Construction joint 30mm deep x 10mm wide filled with sealing compound, Grade 'B', complete all as specified and directed by Engr-in-Charge.

M&L forming 20mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing comopound, Grade 'B' as in 250 mm thick slab, complete all as specified and directed by Engr-in-Charge.

Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instruction including taking down of existing one, complete all as specified and directed by Engr-in-Charge.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. N exc 10 sq m on plan and n exc1.5 m in depth and getting out hard dense soil, complete all as specified and directed by Engr-in-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm, complete all as specified and directed by Engr-in-Charge.

M&L for walling of random rubble uncoursed well bonded built in CM 1:4 in retaining walls , abutment , or similar works etc, complete all as specified and directed by Engr-in-Charge.

M&L for PCC 1:3:6 type C2 (40mm graded agg) as in fdn, filling & mass concrete complete all as specified and directed by Engr-in-Charge.

M & L for providing PCC 1:4:8, type C-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete , complete all as specified and directed by Engr-in-Charge.

M&L For PCC type B1(1:2:4) using 20 mm graded cushed stone agg as in coping ,benching and the like incl form work, complete all as specified and directed by Engr-in-Charge.

M&L for flush pointing to random rubble stone masonary uncoursed or brought upto course in CM 1:4, complete all as specified and directed by Engr-in-Charge.

M&L for hard core of broken stone of boulders of guage n.exc 63mm deposited spread and levelled in layers n exc. 15cm thick watered and rammed to a true surface , complete all as specified and directed by Engr-in-Charge.

S&F 75 mm bore PVC (SWR) pipe single socketed , in any length with rubber joints laid in trenches or in floors, complete all as specified and directed by Engr-in-Charge.

S&F angle iron section, flat iron with swain neck as in fencing posts struts including nothcing drilling holes for wire mesh etc and flat iron fillets for securing wire mesh etc including all necessary drilling, bolting or riverting and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by Engr-in-Charge.

S & F mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long and dia of shank 5 to 10mm complete all as specified and directed by Engr-in-Charge

M&L for preparing new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide/ zinc chrome paint complete all as specified and directed by Engr-in-Charge

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire

Supply only chain link fencing MS galvaised fencing, any size or any type complete all as specified and directed by Engr-in-Charge

S & F galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provision of galvanised MS wire staple or steel pins etc as directed (each line wire to be measured.)

M/L Pre-cast cement concrete 1:3:6 type C1 (20mm graded stone aggregate) block masonry with solid blocks, exc 10cm in width and setting in cm 1:6 complete all as specified and directed by Engr-in-Charge

M&L for 15mm thick rendering on other than fair faces of brick works finished even and smooth without using extra cement in cement mortar 1:4 complete all as specified and directed by Engr-in-Charge

M&L for two coat of cement base paint on new decorated surfaces of walls including preperation of surfaces complete all as specified and directed by Engr-in-Charge

S& F framed works such as grills, gate, gratings,etc with ends of bars shouldered and /or riveted. Or foreged into spikes. Framed guard bars. Barred iron doors, ladders. Framed blusters walk ways, railings, framework walk conforming to Fe 290.Gde-E-165, complete all as specified and as directed by Engr-in-Charge.

M/S Stanzin Tharchin